Providing Sewerage System to Paonta Town in Tehsil Paonta Sahib District Sirmour HP

Amount

Excavation in foundations, trenches etc., in earth work in all kinds of soil such as Kankarm Moorum, Shingle decomposed soft and hard rock etc. lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm. layers,when required into plinths sides of foundations etc.conslidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect as per entire satisfaction of Engineer in Charge.

Providing and placing river bed material in reed bed chambers layers, including all leads, lift and carraiege of material at site and as directed by the Engineer-in-charge.

bottom layer broken stone 50mm to 75mm dia.

Second layer : (20 mm - 40 mm)

Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth including all leads, lift and carraiege of material at site and as directed by the Engineer-in-charge.

Brick work using common burnt clay building bricks in foundation and plinth & In Super structure in Cement Mortar 1:4 ( 1 Cement : 4 Sand) 1st class bricks including all leads, lift and carraiege of material at site and as directed by the Engineer-in-charge. .

Providing form work with steel plate 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish inccluding centering shuttering strutting & propping, etc. Vertical surface

20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) (1 cement: 3 sand)

Providing and laying No fine Cement Concrete1:6 (1cement:6 graded stone aggregate 20 mm n/s) and curing complete excluding cost of form work & reinforcement for reinforced concrete work.

Steel work in single section including cutting hoisting and fixing in position and applying a priming coat of red led paint in R.S. joist, channel, Angle tee for fencing posts within all leads and lifts and as per direction of Engineer in charge.

Laying, jointing GMS pipe of diameter of as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge.

100 mm dia (for out flow)

Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7.

Providing and laying of inter locking concrete block pavement having thickness 60 mm as per drawing and specification clause 1504 i/c all leads lifts and carraige of material at site and as per the direction of the engineer in charge.

Procuring and planting various plants (abetting pollution/contamination in waste water),as per expert advise/opinion complete properly with required density in reed beds chambers complete (preparation of reed bed shall be measured and paid seperately) in all respect with maintanance by removal of weeds/discarded material and replacement of dead/under developed plants for 1 year after successful commissioning of reed bed treatment with the certification of Engineer-in-charge.

Providing,laying and jointing high density polythene pipe for use for burried water main and services duly ISI marked 4984-1995 as ammended upto date of PE 63 PN 2.5 of following dia complete in all respect.

160 mm dia

Manufacturing and supplying fixing of Fencing pannel size 1.20x1.20 mtr. of Jali 25x25mm welded to M.S. Black tube of 32mm dia of 14 guage mm thick with MS flat 20x3mm welded all arround the pipe panel 2 Nos on both side and providing hold fast 7 Nos of M.S. flat of 32x3mm thickness having consisting of Tee of size 15x15cms. Tee acting as hold fast including cutting welding painting with red oxide paint to complete in all respect including all leads lifts and carriage of materials and as per direction of Engineer incharge.

Painting Two coats (E/c) priming coat) over new steel & other metal surfaces with ready mixed paint to give an even shade i/c cleaning the other foreign matter sand pappering & stopping (Pain other than white)

Shamshad Ali Contractor

Himalaya Enterprises

Sohal Pal Singh