Public Health And Municipal Engineering Department Tender

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Public Health And Municipal Engineering Department - PHMED Tender

Works
Civil And Construction
Drainage Work
Opening Date27 Jun 2024
Closing Date4 Jul 2024
Tender Amount₹ 31,67,708 
Notes
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CC Road and Storm Water Drain;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 Coping -For Channel portion- For 1.50x1.50Mts of Drain

4.01

5221

20953

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CC Road and Storm Water Drain;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 side wall - Culvert

71.7

6803

487826

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CC Road and Storm Water Drain;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 - For Drain portion (Baseslab) - For 1.50x1.50Mts of Drain

47.08

5221

245846

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CC Road and Storm Water Drain;RBR-FNDN-4: Providing Plain Cement concrete nominal mix M10 grade using 20mm size Graded Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, 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 1.50x1.50Mts of Drain

35.31

4601

162465

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CC Road and Storm Water Drain;BLD-CSTN-2-8 (16): Collection ,Supply and filling with HBG stone chips 2.36 mm & below from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH - For 1.50x1.50Mts of Drain

35.31

1312

46337

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CC Road and Storm Water Drain;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.

720

82

59717

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CC Road and Storm Water Drain;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.

141.24

285

40304

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CC Road and Storm Water Drain;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. - For 1.50x1.50Mts of Drain

329.56

128

42259

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CC Road and Storm Water Drain;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, 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 - Reinforced Cement Concrete and prestressed Concrete (Manual means)

3.6

2599

9360

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CC Road and Storm Water Drain;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, 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 Cement Concrete M15 & M20 (Manual means)

4.8

940

4517

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CC Road and Storm Water Drain;Construction of Storm Water Drains 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 - For Rubble Stone Masonry in Cement Mortar - Total Length of drain for 1.5x1.5Mts

49.92

614

30692

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CC Road and Storm Water Drain;Carting of surplus excavated earth /rock/ soil or any debris for a lead of 5kms from the site to suitable place including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

84.93

72

6183

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CC Road and Storm Water Drain;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).

64.5

248

16005

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CC Road and Storm Water Drain;Saw cut joints for freshly laid concrete pavement including all material and labour charges as per the directions of the Engineer in Charge

650

99

64987

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CC Road and Storm Water Drain;Vaccum dewatering 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 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery, labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge.

806.25

85

68539

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CC Road and Storm Water Drain;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 micron 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 contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

120.94

6450

780167

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CC Road and Storm Water Drain;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 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.

212.31

2135

453360

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CC Road and Storm Water Drain;Lowering the RCC plain ended 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 - For Road Crossing

20

378

7567

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CC Road and Storm Water Drain;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Plainended pipes conforming to B.I.S 458/2003, Ex-factory, Excluding transportation & taxes.for NP3 Pipes- For Road Crossing

20

1307

26152

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CC Road and Storm Water Drain;Laying of 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.

169.85

76

12982



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