Municipal Administration Department Tender
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Costs
EMD
₹ 38,206Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
565958Tender No
E1/2064/19/2024-25Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
... More
Laying of BT Road and CC Road;Carting of surplus excavated earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.
147.29
72
10693
... More
Laying of BT Road and CC Road;Providing and laying bituminous concrete with 100 to 120 TPH HMP producinig an average out put of 75 Tonnes/ hour using crushed granite aggregates of specified Grading, premixed with bituminous binder @ 5.4 to5.6 Percent of mix and filler, transporting the hot mix to worksite laying with a hyrostatic paver finesher with sensor controll to the requried grade, level and alignement, rolling with smooth wheel, vibratory and tandem roller to achiove the desired compaction as per MORTH specification clause No.509 Complete in all respects RBR-BASC-9
43.68
11140
486617
... More
Laying of BT Road and CC Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. RBR-BASC-2
2184
13
28785
... More
Laying of BT Road and CC Road;Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH Btach type hot mix plant producing an average output of 75 tonnes per hour using crushed agrgregates of specified grading, premixed with bitumenious grinder @ 5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to worksite laying with a hyrostatic paver finesher with sensor controll to the requried grade, level and alignement, rolling with smooth wheel, vibratory and tandem roller to achiove the desired compaction as per MORTH specification clause No.507 Complete in all respects RBR-BASC-7
54.6
9440
515450
... More
Laying of BT Road and CC Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.25-0.30 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) RBR-BASC-1(i) a
1092
35
39236
... More
Laying of BT Road and CC Road;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
756
68
51537
... More
Laying of BT Road and CC Road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per EE, Saroor Nagar, Circle-5, GHMC T.S.No. 104/2018-19 Dt.27.07.2018)
1764
75
132300
... More
Laying of BT Road and CC Road;RBR-CCPV-6: Construction of un-reinforced, dowel jointed, plain cement concrete pavement of M 30 Grade (RMC 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, mixed in a batching and mixing plant 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, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH.
264.6
5681
1503383
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Laying of BT Road and CC Road;BLD-CSTN-3-5 (22) - Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:5:10) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.
45.68
5672
259113
... More
Laying of BT Road and CC Road;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.
244.8
2353
576019
... More
Laying of BT Road and CC Road;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)
147.33
76
11280
... More
Laying of BT Road and CC Road;RBR-STCL-15: Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202 MORD / MORTH. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately.
60
1915
114928
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