|
| 1 | PART A CIVIL WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 3 | Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering- all work upto plinth level 1:4:8(1 cement:4 coarse send:8 graded stone aggregate 40mm nominal size. |
| 4 | Random Rubble Stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement sand mortar 1:6 (1 cement : 6 sand) |
| 5 | Stone Kharanja: Random rubble dry stone kharanja under floor |
| 6 | Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering- all work upto plinth level 1:2:4(1 cement:2coarse send:4 graded stone aggregate 20 mm nominal size. |
| 7 | Supply & stacking good earth at site complete including loading , unloading and transportation etc &Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 Mtr. and lift upto 1.5 Mtr. |
| 8 | Half Brick Masonary in super structure, above plinth level upto floor V level using bricks of desigination 75 cement mortor 1:4( 1cement : 4coarse sand) |
| 9 | Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. |
| 10 | Stone slab roofing on ground floor with fine grained stoneslab from approved quarry including filling of joints ofparapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete asper specification and instruction of Engineer In Charge |
| 11 | Providing and fixing 1st quality standard white, grey, ivory,fume red brown, light green, light blue and other light shadesglazed tiles confirming to IS : 13753 & IS :15622 of size200mm x 300mm in walls, floors, steps, pillars etc. laid on abed of neat cement slurry finished with flush pointing in thewhite cement mixed with pigment to match the shade of thetile complete (excluding the cost of cement plaster on wallsand pillar). |
| 12 | Construction to tube well from ground levels and upto 100 meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS : 4097-1967 and packing as per IS : 2800 ( Part I & II ) 1979 as amended upto date ( the work includes the cost of gravel & its primary packing and packing during development. lowering of housing & strainer assembly pipes, with supply and wrappiing of coir rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water.) 150 mm Nominal Bore. |
| 13 | Construction of Tube well upto 100 meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.150 mm Nominal Bore. |
| 14 | Development of tube well as per ISI specification using suitable compressor to give free water for required yield of the gravel packed tube well. |
| 15 | Supply fo ERW M.S. black casing pipe ISI marked ( IS : 4270/1992) of grade Fe410 of following sizes at site of work. Nominal bore of pipe (mm) 150 mm nominal boae of pipe |
| 16 | Testing verticality of tube well by plumbing system and yield test and draw test by pumping system as per IS : 2800 (Part II) 1979. |
| 17 | S & F tube well cover fo M.S. sheet (6mm thick) with nuts and bolts complete for size.150 mm dia |
| 18 | S & F M.S. Clamp, set of 50 X6 mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 19 | Construction of 185 cm. dia platform as per approved design and drawing of UNICEF. |
| 20 | Supplying of India mark II hand pump set complete ISI marked with cylinder and ten connecting rods etc. |
| 21 | Installation of India mark II hand pump set, complete on existing plate form. |
| 22 | Supplying and installation of 32 mm dia G.I. pipe medium class ISI marked in 3m length including all accessories and fittings required for installation of hand pump. |
| 23 | PART B Sanitary Work |
| 24 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 lit capacity |
| 25 | P & F G.I. pipes (External Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: b()Concealed pipe in wall including painting with anticorrosive bitumen paint15 mm dia nominal bore B Class |
| 26 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 grm,15mm nominal bore. |
| 27 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore. Please Enable Macros to View BoQ information |
