Providing CAD facility to LIS Saur 1st and 2nd stage in Tehsil Ramshehar District Solan HP Sub Head Laying jointing and testing HDPE pipe of various dia of PE 80 IS 4984 construction of out let chamber and construction of BP RCC BP tank

Amount

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work,jumper work, saturated soil including bailing of pumping out water,blasting soft/hard rock where blasting is prohibited.In all lifts including trimming and dressing of sides,levelling of beds to correct grade i/c shoring,strutting,planking timbering and dewatering wherever required,stacking the usable and un-useable material / soil separately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalled surfaces to its original condition and including cost of diverson for traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.

Excavation in drain and channels etc. earth work for pipes upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling of beds to correct grade including shoring/struting, planking , timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/ unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Providing and laying cement concrete 1:4:8(Icement:4sand:8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work and cement in foundation and plinth including carriage of material in all leads & lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring,shuttering,struting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu,reinforced concrete and plain concrete and plain concrete work in :-

Vertical surfaces such as wall (Any thickness ) partition and like i/c attached pillasters, buttresses, plinth and string courses and the like

Providing and laying cement concrete work 1:2.4(Icement:2sand:4graded stone aggregate 20 mm nominalsize)and curing complete excluding the cost of form work and cement and reinforcement for reinforced concrete work in suspended floor roofs, landing and shelves and their support balconies, beam girderes bressumers and cantiliver upto floor two level including carriage of material in all leads & lifts.

Providing and laying cement concrete work 1 : 1.5 : 3 ( I cement: 1.50sand: 3 graded stone aggregate 20 mm nominalsize) and curing complete excluding the cost of form work and cement and reinforcement for reinforced concrete work in suspended floor roofs, landing and shelves and their support balconies, beam girderes bressumers and cantiliver upto floor two level including carriage of material in all leads & lifts.

Vertical surfaces such as wall (Any thickness ) partition and like i/c attached pillasters, buttresses, plinth and string courses and the like

Flat surfaces such as soffits of suspended floors, roofs, landings and the like.upto 200 mm thickness including carriage of material in all leads & lifts.

Boulder filling at bottom of 350 mm dia hydrant chamber complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Placing Tor steel reinforcement for RCC work i/c bending,binding and placing in possition complete including bending wire upto floor all level including carriage of material in all leads & lifts

Providing, fixing,jointing,testing and placing in position at site RCC pipe of NP-2 with cement mortar 1:3 (1 cement :3 sand) for jointing complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

900 mm dia

350 mm dia

Providing and fixing at site of Kirloskar/Leader/ forurcess/ Polican/ KSB make of suitable dia Cast Iron double flanged sluice valve PN-I having size one size larger than the nominal dia of 80 mm and capable of withstanding nominal seat pressure conforming to API standard with up to date ammendments The class of valve shall be as per BIS-780.

Steel work welded in built up section , trusses and framed work i/c cutting hoisting fixing in position and applying a ptiming coat of red lead paint in beams joists channels angles tee flat with connecting plates or angles cleats as in main and cross beams hipsand jack rafters purlins connected to common rafters and the like complete in all respect as per the direction of the Enginner-in-Charge.

Providing, fixing and placing in position at site locking arrangment and all other asseorries and the like complete in all respect as per the direction of the Enginner-in-Charge.

Laying, jointing, testing and commissioning of heigh density polythene pipe for use for buried water main and services and for water supply above ground , both inside and out side building duly ISI marked ( IS-4984-1995) as amended upto date of PE 80 of pressure 4.0 &6.0 of the following diameter (Earth work work to be measured ans paid for separately) complete in all respect, including entire carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

90mm dia HDPE pipe PN.6.0 PE 80 IS:4984

90mm dia HDPE pipe PN.4.0 PE 80 IS:4984

110mm dia HDPE pipe PN.4.0 PE 80 IS:4984

125mm dia HDPE pipe PN.4.0 PE 80 IS:4984

125mm dia HDPE pipe PN.4.0 PE 80 IS:4984 in out let chambers

125mm dia HDPE pipe PN.6.0 PE 80 IS:4984 in out let chambers

140mm dia HDPE Pipe PN.4.0 PE 80 IS: 4984

Providing, jointing, fixing, testing and commissioning at site of heigh density polythene pipe fitting for use for buried water main and services and for water supply above ground , both inside and out side building duly ISI marked (IS-4984-1995) as amended upto date of PE 80 of pressure 6.0 of the following diameter (Earth work work to be measured ans paid for separately) complete in all respect, including entire carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

125 mm dia HDPE Bend PN.6.0

125 mm dia HDPE QC pump connector PN.6.0

SURAT RAM D CLASS GOVT CONTRACTOR

Gulrez Mohammed

NARAYAN SINGH

HARISH SHARMA

SUKH RAM

MNBN Enterprises

RATTAN LAL CONTRACTOR