Name of Work : ????? ????????? ???????? ????????? ??? ????????? ??? ?? ??? ??? ??? ? ??? ?? ??????? ????? ?
Sl. No.
Item Description
1
E/W in Excavation in foundation in ordinary soil including dressing of sides and rammings of bottom, Ch-4 SI No.- 2.1 (2.1.1)
2
Providing and laying PCC 1:6:12 (1 cement : 6 ifne sand : 12 brick ballast 40 mm. nominal size) in foundation i/c supply of all materials, labour and T&P etc. Ch-5 SI No.- PWD(SHC) 273
3
Class-150 brick work in 1:6 cement and f sand mortar in the super - structure in 1/2 brick thick wall i/c supply of all materials, labour and T&P etc. required for proper completion of the work. Ch-6 SI No.- 1(6.1.2)
4
Provinding and laying RCC 1:1 1/2:3(1 Cement :11/2C SAND: 3 Stone Grit 20 mm. size) in plinth bend, linter ic supply of all matterials labour and T&P etc. Ch-5 SI No.- 2 (4.2.2)
5
Mild steel or iron in plain work such as reinforced concrete work i/c cutting, bending. Ch-10 SI No.-504
6
class-150 brick work in 1:6 cement and f sand mortar in the super - structure in one brick thick wall i/c necessary cutting and moulding of bricks as required and also includingsupply of all materials, labour and T&P etc. required for proper completion of the work. Ch-6 SI No.-2 (6.4.2)
7
Mild steel or iron in plain work such as heavy size such as trusses, roof, gate work i/c cutting bending SI no. 503 Ch-9 SI No.22 (10.26.1)
8
Provinding and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm(+-0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS :277 , in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyster top eoat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches 12.50 during transportation and should by supplied in single length up to 12 meter or as desired by Engineer -in-charge. The sheet shall be fixed using self drilling merte or as desired by Engineer -in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in rorizontal/vertical or curved surfaces, excluding the cost of purlinsm rafters and trusses and including cutting of size and shape wherever required .Ch-10 SI No.-6 (12.50)
9
MS or iron work of Z section openable window i/c all labour material T & P &its welding required for proper comp. of works as perCh-9 SI No.-21 (10.25.2)
10
12 mm thick plaster in surface of wall with 1:4 cement and fine sand mortar including supply of all materials , labour and T &P etc. required for proper completion of the work .Ch-11 SI No.-1 (13.1.1)
11
40 mm thick cc flooring in 1:2:4 with cement c sand and 20 mm gague stone grit laid in pannels with 3 mm floting coat of neat cement i/c cost of all materials , labour and T&P etc. required for proper completion of the work .Ch-12 SI No.-3 (11.3.1)
12
Finising of wall with water proof cement paint a ppr. Make three coats to given an even shade i/c supply of all materials labour and T &P etc/ reqiored fpr completion of the work.Ch-14 SI No.- 18 & 19 (660 & 661)
13
S/F of sign board & inaguration granite stone i/c lattring & painting complete at site.
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