Municipality Tender
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Costs
EMD
₹ 40,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
599951Tender No
E1/493-09/2025-26Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.telangana.gov.in
GEM & Bid Advisory Services
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BOQ Items
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CC AND BT;RBR-STCL-7 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH
27.3
777
21236.4
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CC AND BT;Carting of surplus excavated earth from the site to a distance sutitable including loading , unloading charges , cost & conveynce dumping , labour chrges all leads & lift and other incidental and operational charges etc complete with lead of 20.00km
27.3
237
6494.67
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CC AND BT;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. (After Primer Coat and DGBM)
224
13
2963.52
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CC AND BT;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)
33.6
76
2568.05
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CC AND BT;Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
11.2
10060
112672.22
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CC AND BT;Providing and applying primer coat with bitumen emulsion (CSS-1 (H)) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD
224
38
8659.84
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CC AND BT;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)
342
76
26139.06
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CC AND BT;Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
6.72
11887
79886.62
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CC AND BT;Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement. CC Pavement 100mm to 200mm thick
3040
68
207236.8
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CC AND BT;RBR-CCPV-6: Construction of un-reinforced, dowel jointed, plain cement concrete pavement of M 30 Grade over a prepared sub base with 43 grade cement @ 350 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, admixtures as approved, finishing to lines and grades as per drawing and Technical Specification 602 MORTH.
342
5856
2002960.62
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CC AND BT;Carting of surplus excavated earth from the site to a distance suitable including loading , unloading charges , cost & conveynce dumping , labour chrges all leads & lift and other incidental and operational charges etc complete with lead of 20.00km
239.4
237
56953.26
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CC AND BT;RBR- SBBS-11B: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
33.6
2574
86505.55
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CC AND BT;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
456
480
218939.28
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