Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure

Opening Date

22 Mar 2019

Closing Date

27 Mar 2019

Tender Amount

₹ 8,76,152 
Notes
Download

Costs

Summary

R/r Damages On Manu To Irra Road

Description

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Providing and laying cement concrete 1:4:8 (one cement four sand eight graded stone aggregate 25mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

5.57

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Stone masonry courses with hard stone of approved quality in foundation with cement mortar 1:6 (one cement six sand) in breast and retaining walls including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts

45.23

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Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clause 704.6 & 1302.5 including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

69.77

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Back filling behind abutment wing walll of retain wall complete on per day of technical specification clause 1204.3.8 including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

56.15

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Providing and laying cement concrete 1:5:10 with 15% plum and curing complete including the cost of form work for plain/reinforced concrete in retaining walls, breast walls the size of plum should be 150 to 300mm as per drawing and HPPWD technical specification. including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

227.5

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Pronviding weep holes in plain cojncrete wall 100mm dia PVC pipe extending through the width of the sstructure with slote of 1:20 towards dry face compelte as per drawing and teacnical specification 614. including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

109

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Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-8 15cmx15cm mesh including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

62.5

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wire crate made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately):- Gi wire 4mm thick corresponding to SWG-8 15cmX 15Cm including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

250

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