Providing CAD facility to LIS Dhang Plassi in Tehsil Baddi District Solan HP Sub Head Providing laying jointing and testing HDPE pipe of various dias of PE 80 IS 4984 construction of precast out lets chamber and construction of RCC out lets

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

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 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.

40mm thick cement concrete flooring 1:2:4(1 cement:2sand:4graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement including carriage of materials with in all leads and lifts.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement : 3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

P/F Alfa Valve complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

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 steel double flanged sluice valve 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 ASA-100

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.

Providing ,Laying, jointing, testing and commissioning of high density polyethylene 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) including jointing of pipes with butt fusion welding as per clause 3.2.1.2of BIS 7634 -part- (2) -2012 complete in all respect, including entire carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

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

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

140 mm dia HDPE pipe PN.4.0 PE 80 IS:4986

160 mm dia HDPE pipe PN.4.0 PE 80 IS:4987

180mm dia HDPE Pipe PN.4.0 PE 80 IS: 4984

200 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4985

225 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4986

250 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4987

280 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4988

300 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4988

315 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4988

355 mm dia HDPE Pipe PN.4.0 PE 80 IS: 4988

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.

90 mm dia HDPE Bend PN.6.0

90 mm dia HDPE QC pump connector PN.6.0

sanjeev govt cont

Sushant Puri

RATTAN LAL CONTRACTOR

Vijay Kumar

Gulrez Mohammed

gagan ohri

Thakur Constructions