Municipal Administration Department Tender
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Municipal Administration Department Tender
Civil And Construction
Road Construction
Opening Date26 Jul 2023
Closing Date3 Aug 2023
Tender Amount₹ 1,57,61,546
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
442662Bid Award Id
ViewTender No
E/01/CC/SDF/2023-24, DT: 12.05.2023Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
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BOQ 4;Earthwork excavation in hardrock blasting prohibited
130.5
2202
287422.33
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BOQ 4;Dewatering pipe line trenches etc
1600
66
107184
... More
BOQ 4;Filling with HBG Stone chips of 2.36mm and below in trenches
187.5
1571
294691.88
... More
BOQ 4;Providing PCC Grade M10 nominal mix concrete for open foundations
125
4845
605703.75
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BOQ 4;Providing RCC Grade M20 nominal mix concrete using 20mm graded metal
250
5600
1400100
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BOQ 4;Providing RCC Grade M20 nominal mix concrete using 20mm graded metal
405
5923
2399017.5
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BOQ 4;Providing RCC Grade M25 nominal mix concrete using 20mm graded metal
12.6
6397
80613.67
... More
BOQ 4;Providing high yield strength deformed (HYSD)
50133
88
4436269.17
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BOQ 4;Carting of surplus excavated rock/soils with in lead of 6km
1827
71
129717
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BOQ 4;Filling with excavated earth by manual means in trenches
90
177
15951.6
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BOQ 4;Supplying and fixing of 100mm dia PVC pipes for Weep holes
300.6
366
110314.19
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BOQ 3;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : 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 - Rubble Stone Masonry in Cement Mortar
3.24
568
1840.45
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BOQ 3;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for drain work by mechanical means.
198.36
124
24610.53
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BOQ 3;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.
37.19
258
9597.25
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BOQ 3;BLD-CSTN-2-7 - (15) ; Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).
12.4
2207
27310.63
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BOQ 3;Dewatering pipe line trenches etc, duly bailing out water from the pipe line trenches with oil engine driven pumpsets, including hire charges, fuel charges and wages for Driver and Helper and all other incidental and operational charges including suction and delivery hose, lead of drain in to natural drain etc, complete.
400
66
26796
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BOQ 3;Filling with HBG Stone chips
18.9
1571
29704.94
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BOQ 3;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
18.9
4845
91582.41
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BOQ 3;RBR-FNDN-4 II (iii) : Providing P.C.C grade M 15 (MORD), Nominal mix (1:2.5:5) concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. For base slab
28.35
5308
150500.79
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BOQ 3;Providing PCC Grade M15
43.2
5614
242565.41
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BOQ 3;Providing RCC Grade M25
6.8
6397
43505.79
... More
BOQ 3;Providing HYSD Bars
476
88
42121.24
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BOQ 3;Carting of surplus excavated earth
173.57
71
12323.47
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BOQ 3;Filling with excavated earth
32.4
177
5742.58
... More
BOQ 2;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete.
201.36
124
24982.74
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BOQ 2;Filling with Good 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)
25.2
455
11489.94
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BOQ 2;RBR-FNDN-22 : Collection, Supply and Filling with HBG stone chips 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) under flooring bed.
12.6
1571
19803.29
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BOQ 2;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
15.3
4845
74138.14
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BOQ 2;Manufacture, Suppy and delivery of R.C.C. Socket & spigot Pipes NP3 - Class Pipes confirming to BIS 458/2003, exfactory, including the transportation cost , etc.com
28
11668
326731.72
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BOQ 2;Manufacture, supply and delivery of Rubber rings to suit RCC socket and spigot pipes conforming to B.I.S. 5382/1985 (rate per each rubber ring) including transportation but excluding taxes & duties
12
1185
14220
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BOQ 2;Lowering the RCC NP3 S/S pipes carefully into the trench laying them true to alignment and gradient, jointng RCC pipes with cement joints including curing , the cost of jointing material i.e.., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead up to 500 meters excluding cost of rubber rings as per BIS No.783/85 - P No. 40 11a of SSR (PH)
28
849
23795.52
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BOQ 2;RBR-FNDN-4 II (iii) : Providing P.C.C grade M 15 (MORD), Nominal mix (1:2.5:5) concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH
61.16
5308
324678.26
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BOQ 2;Filling with Compacted Good Gravel 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.
70.42
455
32108
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BOQ;Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision)
1350
370
500647.5
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BOQ;RBR-SBBS-11 B: 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.
284.4
2563
729164.63
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BOQ;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
138.6
4845
671604.32
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BOQ;RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 350 kg per cum or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.
270
6593
1780193.7
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BOQ;RBR-EECD-15: Construction of earthen shoulders with approved material obtained from roadway cutting with all leads and lifts including pre-watering of soil, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th revision).
72
226
16281.36
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BOQ;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 Quotation)
1800
75
135000
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BOQ;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)
1481.25
92
136319.44
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