BID Document for Guest House with Boundary Wall.pdf - Integrated ...

BID Document for Guest House with Boundary Wall.pdf - Integrated ... BID Document for Guest House with Boundary Wall.pdf - Integrated ...

03.05.2015 Views

anticorrosive bitumastic paint, trenching and refilling etc. in external work as per clauses of Chapter - 20 of CPWD specification. 50 mm dia nominal bore M 100.00 40 mm dia nominal bore M 125.00 2 Providing and fixing gun metal wheel valve with C.I. Wheel of approved quality ( screwed ) complete as per clauses of Chapter - 20 of CPWD specification. 50mm dia nominal bore EACH 2.00 40 mm dia nominal bore EACH 4.00 3 Construction of Inspection Pit of inside measurement 600mm x 600mm upto 600 mm depth with 250 mm th. 1st class brick work. EACH 6.00 4 Supplying, fitting, fixing and submersible pump having delivery outlet fitted in spring loaded non return valve capable of delivering required discharge and against a total head from all cases ( Duty conditions given below )directly coupled with submersible motor of reqd. HP to give the required discharge suitable for operation 340-400 volts plus minus 8%, 3 phase, 50 c/s AC supply. a Discharge=5 m3/hr, Height = 50 m each 2.00 D SEWERAGE DISPOSAL 1 Earthwork in excavation in drains and other structures in all sorts of soil or loose material including removing surplus spoils and debris to a maximum lead of 100m including bailing out ing manually or by pumps as per specification and drawing and as directed by the Engineer. (Trench shall be kept dry by dewatering and removal of slush.) Depth of excavation not exceeding 1.5m below G.L % CUM 1.64 2 Earth work & filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.(Payment to be made on basis of measurement of finished quantity of work). With earth obtained from excavation of foundation. %CUM 1.82 3 Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 meter depth in all sorts of soil both mixed or unmixed and refilling 150 mm M 225.00 4 Construction of inspection pit of inside measurements 600x600x600mm depth with 250mm thk. 1st class brickwork in cement mortar 1:4 on all sides , bottom of pit consists of 100mm thk. Cement concrete 1:3:6 with stone chips over a layer of jhama bricks flat soling , 15mm thk. ( 1:4) cement plaster to inside walls and outside upto gl and 20mm thk. 1:4 plaster in bottom of the pit , providing necessary invert with cement concrete 1:3:6 with stone chips as per direction , neat cement finishing to entire internal surface , top of the pit cover with 100mm thk. rcc slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6mm thk. cement plaster 1:4 on all external surfaces of the slab and one 560 mm dia 122

cc manhole cover of approved make supplied , fitted and fixed in the slab with necessary fittings , necessary earthwork in excavation in allsorts of soil , filling sides of the pit with earth and removing soil and work complete in all respect with all cost of labour and materials. With pakur variety. EACH 35.00 5 Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. RCC manhole cover (heavy type) of approved make supplied, fitted and fixed in the 100mm thick RCC (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surface and 15mm thick cement plaster (4 :1) to out side wall up to 200 mm bellow G.L. floor finished with 25 mm thick grey artificial stone over 100 mm thick RCC (1:1.5:3) bottom slab including supplying, fitting & fixing all necessary special, fitting, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and felling the sides of the tanks with earth removing spoils, filling up chamber with water, removing foreign materials from the chamber and including constructing attacherd inspection piot as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to done with admixture of water proofing compound @ 0.5 % by weight of cement with all costs of labour and material. for 100 user EACH 1.00 6 Construction of circular Soak well 2.5 m deep - inside dia 1m EACH 3.00 E CONCRETE ROAD 1 Earth work in Excavation for trenches in all sorts of soils including dressing of sides and ramming of bottoms, lift upto 1.5m including taking out the excavated material and disposal of surplus excavated soil all complete as specified and directed by the Engineer within a lead of 50 m. i) Depth upto 1500 mm %CUM 4.55 2 Earthwork in filling, in compound, tank, lowland, ditches, etc. with good earth in layers not exceeding 150 mm including breaking clods and consolidating the same by ramming and dressing completely. (b) With carried earth arranged by the contractor within a radius of 5 Km but not exceeding 10 Km including cost of carried earth %CUM 0.25 3 Filling in foundation or plinth by silver sand in layers not exceeding 150mm. As directed and consolidating same by thorough saturation with water ramming complete. Including the cost of supply of sand. (Payment to be made on measurement of finished quantity) 4 Brick soling with picked jhama bricks including preparation of beds as necessary (Double brick flat soling) 123 %CUM 0.42 SQM 288.75

anticorrosive bitumastic paint, trenching and refilling etc. in<br />

external work as per clauses of Chapter - 20 of CPWD<br />

specification.<br />

50 mm dia nominal bore M 100.00<br />

40 mm dia nominal bore M 125.00<br />

2 Providing and fixing gun metal wheel valve <strong>with</strong> C.I. Wheel<br />

of approved quality ( screwed ) complete as per clauses of<br />

Chapter - 20 of CPWD specification.<br />

50mm dia nominal bore EACH 2.00<br />

40 mm dia nominal bore EACH 4.00<br />

3 Construction of Inspection Pit of inside measurement<br />

600mm x 600mm upto 600 mm depth <strong>with</strong> 250 mm th. 1st<br />

class brick work.<br />

EACH 6.00<br />

4 Supplying, fitting, fixing and submersible pump having<br />

delivery outlet fitted in spring loaded non return valve<br />

capable of delivering required discharge and against a total<br />

head from all cases ( Duty conditions given below )directly<br />

coupled <strong>with</strong> submersible motor of reqd. HP to give the<br />

required discharge suitable <strong>for</strong> operation 340-400 volts plus<br />

minus 8%, 3 phase, 50 c/s AC supply.<br />

a Discharge=5 m3/hr, Height = 50 m each 2.00<br />

D SEWERAGE DISPOSAL<br />

1 Earthwork in excavation in drains and other structures in all<br />

sorts of soil or loose material including removing surplus<br />

spoils and debris to a maximum lead of 100m including<br />

bailing out ing manually or by pumps as per specification<br />

and drawing and as directed by the Engineer. (Trench shall<br />

be kept dry by dewatering and removal of slush.)<br />

Depth of excavation not exceeding 1.5m below G.L % CUM 1.64<br />

2 Earth work & filling in foundation trenches or plinth <strong>with</strong><br />

good earth in layers not exceeding 150 mm. including<br />

watering and ramming etc. layer by layer<br />

complete.(Payment to be made on basis of measurement of<br />

finished quantity of work).<br />

With earth obtained from excavation of foundation. %CUM 1.82<br />

3 Supplying, fitting and fixing <strong>with</strong> cement jointing (3:1) salt<br />

glazed stoneware pipe including excavation of earth upto<br />

1.50 meter depth in all sorts of soil both mixed or unmixed<br />

and refilling<br />

150 mm M 225.00<br />

4 Construction of inspection pit of inside measurements<br />

600x600x600mm depth <strong>with</strong> 250mm thk. 1st class<br />

brickwork in cement mortar 1:4 on all sides , bottom of pit<br />

consists of 100mm thk. Cement concrete 1:3:6 <strong>with</strong> stone<br />

chips over a layer of jhama bricks flat soling , 15mm thk. (<br />

1:4) cement plaster to inside walls and outside upto gl and<br />

20mm thk. 1:4 plaster in bottom of the pit , providing<br />

necessary invert <strong>with</strong> cement concrete 1:3:6 <strong>with</strong> stone<br />

chips as per direction , neat cement finishing to entire<br />

internal surface , top of the pit cover <strong>with</strong> 100mm thk. rcc<br />

slab (1:1.5:3) <strong>with</strong> stone chips and necessary rein<strong>for</strong>cements<br />

upto 1% and shuttering including 6mm thk. cement plaster<br />

1:4 on all external surfaces of the slab and one 560 mm dia<br />

122

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