Public Health And Municipal Engineering Department Tender
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Contact
Tender Id
339927Bid Award Id
ViewTender No
18/SE/Unit-III/NGKL/CC Road/2022-23 Dt.26.07.2022Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
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Documents
BOQ Items
NGKL BT CC Drains;RBR-FNDN-4 E:RCC M- 25 (Design Mix):Providing concrete for plain/reinforced concrete using 20 mm Graded Metal (MORD & MORTH 12.8 E) hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Culvert slabs
20.4
-
130618.14
NGKL BT CC Drains;RBR-FNDN-4 :Providing PCC M15 nominal mix using 20 mm size graded HBG 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 as directed by Engineer-in Charge for side walls
324
-
1797458.04
NGKL BT CC Drains;RBR-FNDN-4 :Providing PCC M15 nominal mix using 20 mm size graded HBG 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 as directed by Engineer-in Charge for base slab
199.13
-
1044456.76
NGKL BT CC Drains;RBR-FNDN-4 I(i) : Providing P.C.C grade M 10 concrete in open foundations using 40 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 foundation and under flooring bed.
189
-
900953.55
NGKL BT CC Drains;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.
189
-
211351.14
NGKL BT CC Drains;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.
200
-
13398
NGKL BT CC Drains;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.
425.25
-
109740.02
NGKL BT CC Drains;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.
992.25
-
123108.46
NGKL BT CC Drains;Construction of CC Drains in Ward no.7
1
-
-
NGKL BT CC Drains;Collection, Supply and Filling with gravel in trenches, sides of road 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.
24
-
10942.8
NGKL BT CC Drains;RBR-BASC-9: 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 @ 5.4 per cent 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. -Grading II
90
-
972574.2
NGKL BT CC Drains;RBR-BASC-7: 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. - Grading - II
165
-
1574284.8
NGKL BT CC Drains;RBR-BASC-2(V):Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH.
6000
-
70800
NGKL BT CC Drains;RBR-BASC-1(b): Providing and applying primer coat with bitumen emulsion CSS-1 (Cation slow setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Tech. specification No 502 MORTH.
3000
-
101520
NGKL BT CC Drains;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 of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete
750
-
1656367.5
NGKL BT CC Drains;Construction of granular sub-base by providing well graded material confirming to Grading VI, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD
600
-
1220220
NGKL BT CC Drains;RBR-STCL-15: 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.
120
-
208408.8
NGKL BT CC Drains;Laying of BT Roads various locations
1
-
-
NGKL BT CC Drains;Carting of surplus excavated soil within a lead of 5Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete.
8588.13
-
609757.23
NGKL BT CC Drains;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)
25918.75
-
2385302.56
NGKL BT CC Drains;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.
25837.5
-
1937812.5
NGKL BT CC Drains;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).
1365
-
308667.45
NGKL BT CC Drains;RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement 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, wedges, steel plates including levelling the formwork ), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continuous operation , applying primer, sealant near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD etc complete for finished item of work.
3875.63
-
29624153.03
NGKL BT CC Drains;RBR-CCPV-4 : Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete as per Technical Specification 601 MORTH.
2583.75
-
8392123.35
NGKL BT CC Drains;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.
853.13
-
1884129.07
NGKL BT CC Drains;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.
2843.75
-
3180051.88
NGKL BT CC Drains;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 Mechanical means
497.66
-
1219256.73
NGKL BT CC Drains;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
1492.97
-
1100790.53
NGKL BT CC Drains;RBR-EECD-5Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD
1990.63
-
550389.29
NGKL BT CC Drains;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.
5971.88
-
445024.5
NGKL BT CC Drains;Laying of CC Roads at various locations
1
-
-
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