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Raising , Sifting And Construction Of Manhole For Running Swd And Sewerage In Various Places In Sector-28 , Panchkula Extension, Panchkula-Haryana

Haryana Urban Development Authority-HUDA has published Raising , Sifting And Construction Of Manhole For Running Swd And Sewerage In Various Places In Sector-28 , Panchkula Extension. Submission Date for this Tender is 21-01-2021. Manhole Construction Tenders in Panchkula Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

26599280
Raising , Sifting And Construction Of Manhole For Running Swd And Sewerage In Various Places In Sector-28 , Panchkula Extension
Open Tender
Indian
Haryana
Panchkula
21-01-2021

Tender Details

Raising , Sifting And Construction Of Manhole For Running Swd And Sewerage In Various Places In Sector-28 , Panchkula Extension

Key Value

Document Fees
INR 250 /-
EMD
INR 4000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: A/mtc. of Ph services in sector-1 to 6 MDC, Sector-23 to 28, 3.1, 32, Panchkula Extension (Raising, sifting and construction of manhole for running SWD and sewerage in various places in Sector-28, Panchkula Extension)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 6.10\nEXCAVATION, OF TRENCHES IN STREETS, LANES OR IN OPEN AREAS FOR STROM SEWER, SEWERS RUNNING BY GRAVITY AND MANHOLES TO FULL DEPTHS AS SHOWN IN DRAWINGS INCLUDING SHORING, TIMBERING OF POLING BOARDS,FRAME SYSTEM TYPE, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals, profiles, pegs, sight rails, boning roads, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling of trenches, watering of refill, in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition AND REMOVAL OF SURPLUS SOIL,FROM SITE OF WORK, UPTO A LEAD OF 1 KM IN ORDINARY SOIL\na) for depths of excaution not exceeding 3 meters below ground level. BI01010001010000000000000515BI0100001113 140 Per% Cum
2 2 10.28\nCement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. BI01010001010000000000000515BI0100001114 3 Per cum
3 3 11.3\nFirst class brick laid in cement sand mortar 1:5 in foundation and plinth. BI01010001010000000000000515BI0100001115 18 Per cum
4 4 15.3+15.75\nPlastering on walls\n12 mm thick cement plaster 1:2 + Cement rendering on plaster 1 mm thick BI01010001010000000000000515BI0100001116 65 Per.sqm
5 5 15.11\nPlastering on walls\n15 mm thick cement plaster 1:5 on the rough side of single or half brick wall BI01010001010000000000000515BI0100001117 75 Per.sqm
6 6 10.41\nCement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. BI01010001010000000000000515BI0100001118 1 Per cum
7 7 18.22\nSteel Reinforcement\nFe-500 TMT steel bars of TISCO, SAIL, RINL or IISCO for R.C.C., works, where not included in the complete rate of R.C.C., including bending, binding and placing in position complete. BI01010001010000000000000515BI0100001119 6 Per Qtl
8 8 10.82+10.95 (a)\nCement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. + (a) extra over Item Nos. 10.79 to 10.94, if 1:1½:3 mix is used, instead of 1:2:4 BI01010001010000000000000515BI0100001120 6 Per cum
9 9 29.94\nProviding and fixing SFRC manhole cover and frames marked with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge.\nType : Extra Heavy Duty Set (EHD-20)\n560MM clear opening. BI01010001010000000000000515BI0100001121 11 Nos.
10 10 29.95 (b)\nProviding salt glazed stone ware pipe grade ‘A’ in standard length of 600mm each pipe marked with IS:651 and their lowering, cutting, jointing and testing as described in HSR item no.29.38, 29.38, 29.40 including the cost of jointing materials as well as carriage, loading, unloading, staking handling, re-handling etc. complete in all respects to the satisfaction of the Engineer-in-charge.\n200mm i/d BI01010001010000000000000515BI0100001122 110 Per mtr.
11 11 29.28\nC) FIXING INCLUDE CARRIAGE\nFIXING OF HEAVY CAST IRON AUTOMATIC SYPHON WITH FITTINGS INCLUDING CARRIAGE from stores of the Engineer-in-charge to the site of works AND SETTING the same to correct lines and levels in the work embeded in 1:2 CEMENT AND LAND MORTAR BI01010001010000000000000515BI0100001123 30 Nos.
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