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Construction And Renovation Of Bt Road From Madan Mohan Mandir To Gadisar Prol In Ward No . 24, Jaisalmer-Rajasthan

Department Of Local Bodies has published Construction And Renovation Of Bt Road From Madan Mohan Mandir To Gadisar Prol In Ward No . 24. Submission Date for this Tender is 10-12-2020. Road Work Tenders in Jaisalmer Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

26129082
Construction And Renovation Of Bt Road From Madan Mohan Mandir To Gadisar Prol In Ward No . 24
Open Tender
Indian
Rajasthan
Jaisalmer
10-12-2020

Tender Details

Construction And Renovation Of Bt Road From Madan Mohan Mandir To Gadisar Prol In Ward No . 24

Key Value

Document Fees
INR 500 /-
EMD
INR 15240.0 /-
Tender Value
INR 7.62 Lakhs /-

BOQ Items

Name of Work :- Constraction and renovation of bt road from madan mohan mandir to gadiser prol ward no 24
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 17.8.1 Bituminous courses BI01010001010000000000000515BI0100001113 22.5 CUM
2 1.02 Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 17.8.2 Granular courses BI01010001010000000000000515BI0100001114 31.5 CUM
3 1.03 Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. 4.2.1 In all type of soil BI01010001010000000000000515BI0100001115 67.5 CUM
4 1.04 Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. BI01010001010000000000000515BI0100001116 43.75 CUM
5 1.05 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete Crusher broken - Grade-II (63-45mm) BI01010001010000000000000515BI0100001117 33.75 CUM
6 1.06 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. BI01010001010000000000000515BI0100001118 450 SQM
7 1.07 Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. BI01010001010000000000000515BI0100001119 3060 SQM
8 1.08 Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, rading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. 8.5.4 With CRMB 60 grade @ 3.4% (percentage by weight of total mix) BI01010001010000000000000515BI0100001120 22.5 CUM
9 1.09 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. 8.12.2 With bitumen of grade CRMB-60 BI01010001010000000000000515BI0100001121 2610 SQM
10 1.1 Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 8.15.2 With bitumen of grade CRMB-60 BI01010001010000000000000515BI0100001122 2610 SQM
11 1.11 Earth work in excavation in foundation trenches manholes, road side chambers etc. including dressing of side and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground/ Road top level. In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m BI01010001010000000000000515BI0100001123 18 Cum
12 1.12 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) BI01010001010000000000000515BI0100001124 4.5 Cum
13 1.13 Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jambs, skirting steps etc. rough dressed: Upto 15 cm. thick White Ashlar BI01010001010000000000000515BI0100001125 4.5 Cum
14 1.14 Fine dressing of ashlar stone work (payable on Executive Engineer's test checking): (A) White Ashlar two line BI01010001010000000000000515BI0100001126 30 Sqm
15 1.15 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4(1 Cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001127 4 Cum
16 1.16 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). BI01010001010000000000000515BI0100001128 200 Kg
17 1.17 Transportation of surplus soil including loading and unloading lead 3 km excluding intialy 50 meter BI01010001010000000000000515BI0100001129 140 Cum
18 1.18 Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm BI01010001010000000000000515BI0100001130 40 Sqm
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