Tender For Construction Work Of Underground Drain From Shalimar One World Gate No. 3 At Bagmau To The Pumping Station Towards Shalimar One World Gate No. 2., Lucknow-Uttar Pradesh
TDR : 55741693
Tender Notice
BOQ
6 Days Left
Lucknow
Uttar Pradesh
Tender For Construction Work Of Underground Drain From Shalimar One World Gate No. 3 At Bagmau To The Pumping Station Towards Shalimar One World Gate No. 2.
Name of Work:- बागमऊ स्थित शालीमार वन वर्ल्ड गेट नंबर-3 से शालीमार वन वर्ल्ड गेट नंबर-2 की तरफ पंपिंग स्टेशन तक भूमिगत नाले का निर्माण कार्य
Sl. No.
Item Description
1
Earth 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 up to 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.DSR 2023- 2.8.1
2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).DSR 2023- 4.1.8
3
Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (Sanction Rate)-1067
4
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :, 1200 mm dia. R.C.C. pipeDSR 2023- 19.6.13
5
Addition / subtraction Masonry shaft 1.00 x 1.20 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (Sanction Rate)-1068 Please Enable Macros to View BoQ information
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