Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure

Opening Date

12 Feb 2019

Closing Date

26 Feb 2019

Tender Amount

₹ 3,33,00,000 
Notes
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Costs

Description

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Providing, and laying ,spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate ,watering and compacting to the required density as per technical specification clause 405.including 4% cement (OPC) & its Mixing with Rotavater.

2212

12026644

5437

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Providing and applying tack coat with bitumen using bitumen pressure distributor on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 (including maxphalt)

22125

247800

11.2

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Providing, laying and rolling of open-grade premix carpet of 20mm thickness composed of (Aggregate (a) Nominal stone size 13.2 mm (passing 22.4 mm sieve and retained on 11.2 mm sieve 0.18 cum. (b) Nominal stone size 11.2 mm (passing 13.2 mm sieve and retained on 5.6 mm sieve-0.09 cum) using VG-10 bituminious binder @ 1.46 kg / sqm H.P.C./I.O.C. make complying with IRC:Sp 53 to reqired line, grade and level to serve as waearing course on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity finished to required lavel and grades to be followed by seal coat of Type C including cost of all materials., labour, T&P etc required for proper completion as per Technical Specification Clause 508 of MORD specification. (including Cost of Maxphalt)

22125

4048875

183

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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510. (including Cost of Maxphalt)

22125

1349625

61

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Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge including mechanically compaction with royalty as per ( S.I. No. 253) in

3726

353970

95

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Excavation of foundation inordinary soil as per S.l.No-251

560

61600

110

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Concrete with 4.00 cm gauge approved 40 mm S/Ballast Course Sand and cement in the proportion of 1:3:6 as per S.l.No-281, excluding GST

69

379500

5500

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1st Class brick work in 1:3 with cement and approved Course Sand infoundation & Bed Level as per S.l.No.-307. excluding GST

94

485040

5160

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1st Class brick work in 1:3 with cement and approved Course Sand infoundation Supter Structure as per S.l.No.-307 + 309. excluding GST

160

865600

5410

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Brick on edge floor 1:6 & pointed 1:2 over 8 cm. based cement concrete in 1:4:8. excluding GST

40

32000

800

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R.C.C. work with cement and approved coarse sand 20 mm gauge approved stone ballast in the proportion of 1:1.5:3 for bed block and slab as per NS-1. excluding GST

24.1

238590

9900

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P.C.C. work in 1:2:4 in Wearing Cost. excluding GST

3.7

24050

6500

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M.S. or iron work in plain work such as reinforced cement concrete as per S.l.No-504. excluding GST

26

140400

5400

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Struck-Cement pointing with 1:2 cement and fine sand mortar as per S.I. No.-574. excluding GST

176

29920

170



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