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Improvement Of Sewerage System By Repairing Of Damaged Sewer Manholes In Ward No. 45 And 48 Of Sultanpur Mazra Constituency (Ac-10) Under Aee(M)-10/Ace(M)-7., Delhi-Delhi

delhi judicial academy has published Improvement Of Sewerage System By Repairing Of Damaged Sewer Manholes In Ward No. 45 And 48 Of Sultanpur Mazra Constituency (Ac-10) Under Aee(M)-10/Ace(M)-7.. Submission Date for this Tender is 07-11-2022. Sewerage Construction Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

34603797
Improvement Of Sewerage System By Repairing Of Damaged Sewer Manholes In Ward No. 45 And 48 Of Sultanpur Mazra Constituency (Ac-10) Under Aee(M)-10/Ace(M)-7.
Open Tender
Indian
Delhi
Delhi
07-11-2022

Tender Details

Improvement Of Sewerage System By Repairing Of Damaged Sewer Manholes In Ward No. 45 And 48 Of Sultanpur Mazra Constituency ( Ac-10 ) Under Aee ( M ) -10 / Ace ( M ) -7.

Key Value

Document Fees
INR 500 /-
EMD
INR 46700.0 /-
Tender Value
INR 23.32 Lakhs /-

BOQ Items

Name of Work: Improvement of sewerage system by repairing of damaged sewer manholes in Ward No. 45 and 48 of Sultanpur Mazra Constituency (AC-10) under AEE(M)-10/ACE(M)-7
Sl. No. Item Description
1Providing & Fixing 2.0m high Corrugated GISheet barricading with safeda bellies of 100 mm dia 2.8 meter long post 30 cmgirth(min.) for CGI sheet and every 12th post to be strutted with ballies and fixing with nails etc. i/c excavation holes size of 0.30 x 0.30 x 0.80 m getting out the excavation soil and then returning the soil i/c consolidating by ramming, watering etc. disposal of surplus earth as directed within lead of 50m and lift of 1.5 meter and painting with bright red and white paint vertical strips 0.30m wide and 1.25m apart center to center as per drawing and as directed by Engineer-in charge.
2Demolishing cement concrete manually/ by mechanical means and disposal of material within 50m lead as per direction of Engineer-in-Charge. Nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix)
3Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre as per direction of Engineer-in-charge.
4Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
5Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. In cement mortar.
6Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand)
7Supply and stacking at site precast RCC manhole cover with steel fiber of ISI mark conforming to IS-12592 part-1 of HD-20 with matching frame of class HD-20 IS:12592 part-II with 875 mm external dia and clear 560 mm internal dia.
8Supplying and stacking at site precast concrete manhole cover with steel fibre of ISI mark confirming to I.S.:12592 Part-I of EHD-35 with matching frame of class EHD-35I.S. 12592 Part-II with 875 mm external dia and clear 560mm internal dia. 880 + 1% W/C +GST+15%+1%
9Fixing of SFRC M/hole frame and cover, 560 mm dia HD-20/EHD-35
1012 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand)
1115 mm cement plaster on rough side of single or half brick wall of mix :1:4 (1 cement: 4 coarse sand)
12Neat cement punning
13Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :100 mm diameter
14Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :150 mm diameter
15Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
16Providing and fixing on wall face unplaticised PVC moulded fitting accessories forunplasticised rigid PVC rain water pipes confirming to IS 13592 Type A i/c jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thw thermal expanssion coupler 110 mm
17Providing leak proof rocka"s in 150mm to 300mm dia running sewr line with earth filled in empty cement (PVC) bags including removal of the same after completion of the work.
18Hire charges of pump set for pumping out watercapacity @ 4000 litres/houri/c cost of service of operating staff and supply of lubricanting oil complete as directed by Engineer in charge.(700+1%+15%+ GST +1%)
19Extra for laing brick work in or under foul position
20Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m .
21Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
22Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.
23Carriage of material by mechanical transport including loading, unloading and stacking: Building rubbish upto 5kms.
24Repairing and shifting the existing house water connection i/c GI fittings such as elbow, nipples, sockets, unions etc. and complete in the all respect.
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