PROVISION OF PIPE LINE FOR STORAGE AND SUPPLY OF RAIN WATER AT NEW OTM COMPLEX DIGLIPUR

Amount

Excavating in trenches not exceeding 1.50m wide and not exceeding 1.5 mtr deep and getting out in soft/loose soil including forming bottom surface to required level for laying pipes complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed..

Removal of excavated material to a distance not exceeding 50 mtr and deposited where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and as directed.

M&L PCC 1:2:4, type B1 (using 20 mm graded granite stone aggregate) as in supporting for all sizes of GI pipes complete all as specified and as directed.

S&F 80 mm dia Tubes, 'medium grade' galvanised, with all fittings and laidin trenches complete all as specified and as directed.

S&F 50 mm dia Tubes, 'medium grade' galvanised, with all fittings and laidin trenches complete all as specified and as directed.

S&F 40 mm dia Tubes, 'medium grade' galvanised, with all fittings and laidin trenches complete all as specified and as directed.

S&F Gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed of size 40mm dia complete all as specified and as directed.

S&F Gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed of size 50mm dia complete all as specified and as directed.

Construction of masonry valve chamber, 100 mm thick foundation using PCC 1:4:8, type D-2, over 15cm thick hard core, 20cm thick solid block masonry with blocks cast using PCC 1:3:6, type C-1, set in cement mortar 1:4, 15MM thick plaster to internal surfaces and external surfaces up to 15cm below ground level and top of floor in cement and sand mortar 1:4, finished even and smooth with out using extra cement , 3.15mm thick MS sheet cover including 50mmX50mmX6mm thick MS angle frame fixed in PCC 1:2:4, type B1 coping with 25mmX6mm flat iron hold fasts, handle, hinges with locking arrangements, applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not exceeding 50M complete all as specified and shown on drawing for internal size: 600 x600x600mm

Supply, install, testing and commissioning of pumping set of capacity 1.00 HP at 40.00 metre head, manoblock electric driven, single phase, 215 Volts, on heavy duty bearing including necessary PCC foundation, inlet and outlet, supply connection with DOL starter suitable size of copper cable from starter to motor complete all as specified and as directed. Note: Supply and fix/lay of delivery pipe and suction pipe will be measured and paid separately.

Supply, install, testing and commissioning of pumping set of capacity 5.00 HP at 40.00 metre head, Centrifugal electric driven, 3 phase, 415 Volts, on heavy duty bearing including necessary PCC foundation, inlet and outlet, supply connection with DOL starter suitable size of copper cable from starter to motor complete all as specified and as directed. Note: Supply and fix/lay of delivery pipe and suction pipe will be measured and paid separately.

Supply and fix Non return Valve, reflux, with by-pass arrangement suitable for 80mm dia pipe complete all as specified and as directed.

Supply and fix of Cast iron Sluice valve 80mm dia ISI marked class PN 1.6 both ends flanged complete with iron wheel head and brass spindle including flange joints,nuts,bolts,washers and 3mm rubber gasket etc, complete all as specified and as directed.

Cutting existing GI pipe line to new pipe connection of GI pipe of 80mm dia including providing new Bends (any type, radius and angle) tapers any type etc., as necessary at site complete all as specified and as directed.

Supply and fix Cast iron Bends (any type, radius and angle) tapers any type,(straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs complete all as specified and as directed.

M&L for earthing complete with galvanised steel earth plate electrod 60cmx60cmx6mm thick buried directly in ground (each pit not less than 2.25 mtr below ground level) with top edge of earth plate not less than 1.5 mtr below normal ground level, including provision of galvanised earth wire 4mm dia connected by means of bolts, nuts, check nuts and washers of galvanised iron steel, provision of 15mm dia GI pipes medium grade for earth wire protection connected from earth plate electrode to main switch board/Singal Phase pump set connection and provision of 20 mm dia GI pipe perforated medium medium grade for watering arrangement and PCC 1:3:6 type C1 chamber, MS funnel, wire mesh, 50 mm thick RCC 1:2:4 type B1 for earth pit. Cover with 6 No's 8 mm dia high strength deformed steel TMT bars on both ways, including test terminal block made of gun metal or phosphorous bronze 75x75x25 mm and drilled and screwed including 3 Nos 8 mm dia, 25 mm long at hex head screw also necessary excavation in any type of soil, returning, filling in, removal of surplus soil to a distance n. exc. 50 mtr, provision of char coal and salt complete all as shown in electrical plate No 5 of scedule Part-I 2009 all as specified, directed and Testing on completion

M&L for earthing complete with galvanised steel earth plate electrod 60cmx60cmx6mm thick buried directly in ground (each pit not less than 2.25 mtr below ground level) with top edge of earth plate not less than 1.5 mtr below normal ground level, including provision of galvanised earth strip 32 x 6mm connected by means of bolts, nuts, check nuts and washers of galvanised iron steel, provision of 40mm dia GI pipes medium grade for earth wire protection connected from earth plate electrode to main switch board/Three Phase pump set connection and provision of 20 mm dia GI pipe perforated medium medium grade for watering arrangement and PCC 1:3:6 type C1 chamber, MS funnel, wire mesh, 50 mm thick RCC 1:2:4 type B1 for earth pit. Cover with 6 No's 8 mm dia high strength deformed steel TMT bars on both ways, including test terminal block made of gun metal or phosphorous bronze 75x75x25 mm and drilled and screwed including 3 Nos 8 mm dia, 25 mm long at hex head screw also necessary excavation in any type of soil, returning, filling in, removal of surplus soil to a distance n. exc. 50 mtr, provision of char coal and salt complete all as shown in electrical plate No 5 of scedule Part-I 2009 all as specified, directed and Testing on completion.

Supply and laying un-reinforced precast concrete cable cover Class LV, Type I, flat, size 250 mm x 150mm x 40mm

M&L for pulverised sand to fill width of trench for protection of cables including spreading and punning down including watering consolidation complete all as specified. Note: Thickness of sand cushion after punning down i.e. 18 cm shall be measured for payment.

Supply, lay and testing XLPE insulated, cores laid up, PVC innersheated, armoured with galvanised steel strip, heavy duty LT UG electric cable with stranded aluminium conductor, 1100 Volts grade, extruded PVC Type ST2 sheathed, conforming to IS: 7098 (Part I) 1988 of cross- sectional area 10 sqmm 4 core.

Supply, lay and testing XLPE insulated, cores laid up, PVC innersheated, armoured with galvanised steel strip, heavy duty LT UG electric cable with stranded aluminium conductor, 1100 Volts grade, extruded PVC Type ST2 sheathed, conforming to IS: 7098 (Part I) 1988 of cross- sectional area 10 sqmm 2 core.

Supply and laying 40 mm bore GI pipe light grade with necessary fittings in trenches / floor / pillar / fixed on pole etc for cable protection.

S&F MCB SPN 20 Amps 240 Volts, 'C' curve, 10 kA complete all as specified and as directed.

S&F sheet metal enclosure DB, double door, vertical type, SPN 4 way for fixing MCBs/ Isolators complete all as specified and directed (4 Nos 1 HP single phase pump set).

KML CONSTRUCTION

RADHA GOVIND CONSTRUCTION

M/s Mohammed Shamim

DAS AND SONS CONSTRUCTION