}

Bitumen And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Junction Bituman And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Juncti, hanumangarh-Rajasthan

Department Of Local Bodies has published Bitumen And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Junction Bituman And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Juncti. Submission Date for this Tender is 17-08-2022. Railway Signaling Systems Tenders in hanumangarh Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

33256468
Bitumen And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Junction Bituman And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Juncti
Open Tender
Indian
Rajasthan
hanumangarh
17-08-2022

Tender Details

Bitumen And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Junction Bituman And Interlocking Work Of Road Between Rajiv Gandhi Stadium And Guruharikrishna School, Ward No. 01 Hanumangarh Junction

Key Value

Document Fees
INR 1000 /-
EMD
INR 70000.0 /-
Tender Value
INR 35 Lakhs /-

BOQ Items

Name of Work:Bituman and interlocking work of road between Rajiv Gandhi Stadium and Guruharikrishna School, Ward no. 01 Hanumangarh Junction
Sl. No. Item Description
1Earth 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. In all type of soil
2Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
3Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause 502 & 112
4Providing and applying tack coat with bitumen grade (VG-10) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112
5Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-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.With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix)
6Providing and laying open graded premix surfacing/ carpet 20mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with all lead for mixmaterial. (MoRTH Specification : Clause 510 &112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means). b) with bitumen VG-30
7Providing and applying liquid seal coat type “B” comprising of thin applicationof fine aggregate of 6.7 mm size (0.09 cum per 10 sqm) premix withbitumin binder @ 6.8 Kg/10 Sqm. (including cost of anti-stripping compound, wherever required) laying and rolling with power roller 8-10 tonne including all lead of mix material using hot mix plant and paver finisher, as per MoRTH specification clause 511. with bitumen VG-30
8Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 & 1700.
9Painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after thorough cleaning and necessary filling to give even shade as per clause 803 of MoRT&H Specification including all material, labour. On new plastered concrete surface
10Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
11Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth withCement mortar 1 : 6 (1 cement : 6 coarse sand)
12Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mmthickwith20mmthicknominalsizeaggregate.
13Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick .
14Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category "B" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic vibro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc.as per manufacturer"s specifications and direction of Engineer-in-charge.Providing and laying of interlocking concrete block (M-30 Grade) pavements as per IRC:SP:63 having thickness 100mm as per drawing and technical specifications.
15Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads)
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail