Name of Work:Storm water drainage along main roads at Verna Industrial Estate
Sl. No.
Item Description
1
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. 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 directedwithin a lead of 50 m.(b ) All types of Ordinary rock including all types of laterite rock, blasting prohibited
2
Refilling the pipeline/foundation trenches plinth sides, foundation etc.
3
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
4
Centering and shuttering including struttings, propping etc. and removal of formwork for : b) verticalsurfacessuchasretainingwalls,returnwalls,walls(anythk)includingattachedpilasters,buttresses,plinthand string courses, fillets, etc.
5
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: ( a) All works upto plinth level
6
12mm cement plaster 1:4 (1 cement : 4fine sand)
7
Supply of heavy dutyNP3 RCC pipes (600 mm dia)
8
Laying and fixing with flush heavy duty non pressure NP3 class R.C.C. pipe with cement mortar in proportion 1:2 (1 cement : 2 fine sand) in joints including cost of jointing materials etc. complete (600 mm dia pipe)
9
Item no. 1,2,3,6,8 =50,41,892.88 x 20% ad-hoc increase on GSR 2019 and 2020
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